HomeMy WebLinkAboutT15N R2W SEC 25 Lt 128A & 128B S-4277
O E .E .GEOTECHNICAk E ,DEVELOPMENT
Box 90 Davis St,, Eagle River, Alaska 99577
694-2774 or 688-2280
~ussell 6/ster
694-2774 SOIL LOG
Soils 8- Foundations
Performed "for: Name: Mr. Orin Bowles
Legal Description:
Depth (feet)
0
Mat]tng Address:. Box 594 Eagle River, Alaska
Lot 128~ Section 25, T15N, R2W, S.M.
$ojl Characteristics
Tel. No.
99577
East
CO
Ear/E//is
688-2280
Land Development
688-2645
1
2
ML - Silt %opsoil with roots and organics
275 sq. ft./Dr.
5
6
7
8,
9
l0
GM - Silty Sandy Gravel with cobbles to 6 inches.
,.Percolation Data
Percolation Rate = 2°38 inches / 60 minutes
= 25 minutes / inch
= 235 sq. ft. Br.
235 sq. ft./Br.
ll,
12
Bottom of pit.
Ground Water Encountered: Yes No ~ If yes, what depth
Proposed Installation: Seepage Pit Drain Field ~
Comments: Pit measured approximately 3' x 15 ' in plan area. All sides of
the pit logged the same.
Performed hw n.*.. 5 Oct. 1976
O Er E GEOTECHNICAI' Er 'DEVELOPMENT CO.
Russell G~,ster
694-2774
Soils ~ Foundations
Performed for:
Box 90, Oav s St,, Eagle River, Alaska 99577
694-2774 or 688-2-2.80
SOIL LOG
Name: Mr. Orin Bowles
Mailing Add~ess: Box 594
Earl Ellis
688-2280
Land Developme~ /
Tel. No. 688-2645
Eagle l~.ver,. Alaska 99577
Legal Description: Lot 128~ Section 25, T15N, R2W. S.M.
Depth (feet) Soil Characteristics
West
ML - Silt topsoil with roots and organics.
275 sq. ft./br.
GM'- Silty Sandy Gravel'with cobbles ko 6 inches.
2~0 sq. ft./Br.
6
7
8
9
10
Percolation Data
Percolation Rate = 2.25 inches / 60minutes
= 27 minutes / inch
= 2~0 sq. ft. / Br.
11
12
15
Bottom of,~pit.
Ground Water Encountered: Yes
Proposed Installation: Seepage Pit
Cor,men~s:
No xx If yes, what depth
Dr~tn Field ~
Pit measured approximately 3' x 15' in plan area.
All sides of
the pit logged the same.
I
'1
2 1976